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基于? ANFIS?的沿海混凝土坝耐久性分析
引用本文:孙国强,王岩,梅星,黄燕红. 基于? ANFIS?的沿海混凝土坝耐久性分析[J]. 水利水文自动化, 2012, 0(2): 24-27
作者姓名:孙国强  王岩  梅星  黄燕红
作者单位:水利部南京水利水文自动化研究所,江苏 南京 210012
摘    要:氯离子侵蚀是造成沿海混凝土坝耐久性失效的重要原因,具有模糊性和随机性,通过单独的试验或理论分析得出的结论总是有所限制.以? ANFIS?推理系统为基础,通过对试验数据的一系列分析研究,得到预测模型及预测值,对混凝土坝被氯离子侵蚀的耐久性理论研究提供一定的理论依据,特别对沿海混凝土结构的耐久性与寿命预测具有十分重要的意义.

关 键 词:氯离子侵蚀  混凝土坝  ANFIS  耐久性  沿海

Analysis on Durability of Coastal Concrete Dam Based on ANFIS
SUN Guoqiang,WANG Yan,MEI Xing,HUANG Yanhong. Analysis on Durability of Coastal Concrete Dam Based on ANFIS[J]. Automation in Water Resources and Hydrology, 2012, 0(2): 24-27
Authors:SUN Guoqiang  WANG Yan  MEI Xing  HUANG Yanhong
Affiliation:(Nanjing Automation Institute of Water Resources and Hydrology, the Ministry of Water Resources, Nanjing 210012, China)
Abstract:Chloride ion erosion is the main reason for durability failure of coastal concrete dam. Because of ambiguity and randomness, summary through single test or theoretical analysis is always limited. On the basis of ANFIS inference system, forecasting model and value are obtained from analysis and research on test data. These offer theoretical basis for theoretical research on concrete dam erosion by chloride ion, especially having a great significance in durability and life forecasting for coastal concrete dam.
Keywords:chloride ion erosion  concrete dam  ANFIS  durability  coastal
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